3623 HOYT AVE 1-3 2020-06-17 - Laserfiche WebLink

Project:SURINDER page Location: 2x10 HF2 @ 16"O.C.CANT DECK JST ;g � AmericanHomePlanners Floor Joist 2812 ColbyAvenue or [2015 International Building Code(2012 NDS)] - Everett WA 98201 1.5 INx9.25INx9.0FT(3+6)@160.C. #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:57:20 PM Section Adequate By: 223.5% Controlling Factor:Moment DEFLECTIONS Left Center LOADING DIAGRAM Live Load 0.04 IN 2L/1804 -0.01 IN L/6446 •Dead Load 0.01 in 0.00 in Total Load 0.05 IN 2L/1444 -0.01 IN L/5157 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTION A Live Load 300 lb 0 lb Dead Load 75 lb -15 lb Total Load 375 lb -15 lb Uplift(t5 F.S) 0 lb -75 lb Bearing Length 0.62 in 0.00 in SUPPORT LOADS _ B Live Load 225 plf 0 plf 3 ft A B ft Dead Load 56 plf -11 plf Total Load 281 plf -11 plf MATERIAL PROPERTIES JOIST DATA Left Center #2-Hem-Fir Span Length 3 ft 6 ft Base Values Adjusted Unbraced Length-Top 0 ft 0 ft Bending Stress: Fb= 850 psi Fb'= 817 psi Unbraced Length-Bottom 0 ft 0 ft Cd=1.00 C1=0.76 CF=1.10 Cr=1.15 Floor sheathing applied to top of joists-top of joists fully braced. Shear Stress: Fv= 150 psi Fv'= 150 psi Floor Duration Factor 1.00 Cd=1.00 JOIST LOADINQ Modulus of Elasticity: E= 1300 ksi E= 1300 ksi Uniform Floor Loading Left Center Comp.1-to Grain: Fc---= 405 psi Fc--L'= 405 psi Live Load LL= 60 psf 0 psf Controlling Moment: -450 ft-lb Dead Load DL= 15 psf 0 psf Total Load TL= 75 psf 0 psf Over left support of span 2(Center Span) TL Adj. For Joist Spacing wT= 100 plf 0 plf Created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: -300 lb At right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s) 1, 2 Comparisons with required sections: Ree'd Provided Section Modulus: 6.61 in3 21.39 in3 Area(Shear): 3 in2 13.88 in2 Moment of Inertia(deflection): 26.32 in4 98.93 in4 Moment: -450 ft-lb 1456 ft-lb Shear: -300 lb 1388 lb NOTES